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A platform for research: civil engineering, architecture and urbanism
Large steel plate hoop connecting joint and construction method
The invention belongs to the technical field of closed steel plate hoops, particularly relates to a large steel plate hoop connecting joint and a construction method, and provides the following scheme that the large steel plate hoop connecting joint comprises an outer frame stiff column, and four frame beam side steel plate hoops are symmetrically arranged on the front side and the rear side of the outer frame stiff column; an outrigger truss upper chord steel plate hoop and an outrigger truss lower chord steel plate hoop are arranged on the right side of the outer frame stiff column, and a plurality of bracket cover plates are arranged on the front side and the rear side of the outer frame stiff column. The problem of complex opening hoop perforation is solved, construction is convenient, effective connection of a node area is guaranteed, and meanwhile the node is reinforced. And the construction cost of the connecting node area of the outrigger truss and the outer frame stiff column is reduced, and the method has important significance on optimization and upgrading of the super high-rise outrigger truss.
本发明属于带封闭钢板箍技术领域，尤其是一种大型钢板箍连接节点及施工方法，现提出如下方案，其包括外框劲性柱，所述外框劲性柱的前侧和后侧均设有对称设置的框架梁侧钢板箍，框架梁侧钢板箍的数量为四个，所述外框劲性柱的右侧分别设有伸臂桁架上弦钢板箍和伸臂桁架下弦钢板箍，外框劲性柱的前侧和后侧设有多个牛腿盖板，本发明：在传统的伸臂桁架与外框柱连接节点基础上，创新采用钢板箍代替节点区域箍筋，解决复杂的开口箍穿孔问题，施工方便的同时，既保证了节点区域的有效连接，同时对节点进行了加强。降低了伸臂桁架与外框劲性柱连接节点区域施工成本，对超高层伸臂桁架的优化升级具有重要意义。
Large steel plate hoop connecting joint and construction method
The invention belongs to the technical field of closed steel plate hoops, particularly relates to a large steel plate hoop connecting joint and a construction method, and provides the following scheme that the large steel plate hoop connecting joint comprises an outer frame stiff column, and four frame beam side steel plate hoops are symmetrically arranged on the front side and the rear side of the outer frame stiff column; an outrigger truss upper chord steel plate hoop and an outrigger truss lower chord steel plate hoop are arranged on the right side of the outer frame stiff column, and a plurality of bracket cover plates are arranged on the front side and the rear side of the outer frame stiff column. The problem of complex opening hoop perforation is solved, construction is convenient, effective connection of a node area is guaranteed, and meanwhile the node is reinforced. And the construction cost of the connecting node area of the outrigger truss and the outer frame stiff column is reduced, and the method has important significance on optimization and upgrading of the super high-rise outrigger truss.
本发明属于带封闭钢板箍技术领域，尤其是一种大型钢板箍连接节点及施工方法，现提出如下方案，其包括外框劲性柱，所述外框劲性柱的前侧和后侧均设有对称设置的框架梁侧钢板箍，框架梁侧钢板箍的数量为四个，所述外框劲性柱的右侧分别设有伸臂桁架上弦钢板箍和伸臂桁架下弦钢板箍，外框劲性柱的前侧和后侧设有多个牛腿盖板，本发明：在传统的伸臂桁架与外框柱连接节点基础上，创新采用钢板箍代替节点区域箍筋，解决复杂的开口箍穿孔问题，施工方便的同时，既保证了节点区域的有效连接，同时对节点进行了加强。降低了伸臂桁架与外框劲性柱连接节点区域施工成本，对超高层伸臂桁架的优化升级具有重要意义。
Large steel plate hoop connecting joint and construction method
一种大型钢板箍连接节点及施工方法
GAO HUI (author) / WANG LEI (author) / PENG YONG (author) / SUN CHAO (author) / TANG YANLI (author) / FU WENJING (author)
2024-11-22
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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